摘要
采用PMCAD-SATWE和从MIDAS BUILDING两种有限元软件对重庆涪陵商业步行街项目进行了反应谱分析,弹性时程分析及应力分析等,并根据计算结果确定了相应的加强措施,以确保该超限高层结构安全。
The paper undertakes the response spectrum analysis, the elastic time-history analysis and stress analysis of Fuling Commercial Pedes trian Street in Chongqing by adopting two finite element softwares, that is, PMCAD-SATWE and MIDAS BUIDING, and identifies the respective strengthening measures according to the calculation results, so as to ensure the safety of the ultralimit high-rise structure.
出处
《山西建筑》
2012年第31期55-56,共2页
Shanxi Architecture
关键词
转换层
框支剪力墙结构
弹性时程分析
应力分析
加强措施
transfer layer, frame-supported shear wall structure, elastic time-history analysis, stressed analysis, strengthening measures